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Consider the design the simply supported timber floor joists for a domestic dwelling as shown in Using the design data given, check the following limit state requirements (a) bending, (b) shear (c) bearing and (d) lateral torsional stability Design parameters: (i) Timber of strength class C16 (ii) floor width, b, is 3.6 m and floor span, / is 3.4 m. (iii) joists are spaced at 600 mm centres. (iv) flooring is tongue and groove boarding of thickness 21 mm and a self-weight of 0.10 kN/m². Ceiling is of plastered with a self-weight of 0.2 kN/m². (v) (vi) Assume joist self-weight of 0.10 kN/m². (vii) Try 75 mm wide x 275 mm deep joist. (viii) The bearing length is 100 mm. (ix) Variation action for domestic dwelling is 1.50 kN/m². Floor deck tongue and groove boarding Plasterboard 600 mm 600 mm ceiling

Consider the design the simply supported timber floor joists for a domestic dwelling as shown in Using the design data given, check the following limit state requirements (a) bending, (b) shear (c) bearing and (d) lateral torsional stability Design parameters: (i) Timber of strength class C16 (ii) floor width, b, is 3.6 m and floor span, / is 3.4 m. (iii) joists are spaced at 600 mm centres. (iv) flooring is tongue and groove boarding of thickness 21 mm and a self-weight of 0.10 kN/m². Ceiling is of plastered with a self-weight of 0.2 kN/m². (v) (vi) Assume joist self-weight of 0.10 kN/m². (vii) Try 75 mm wide x 275 mm deep joist. (viii) The bearing length is 100 mm. (ix) Variation action for domestic dwelling is 1.50 kN/m². Floor deck tongue and groove boarding Plasterboard 600 mm 600 mm ceiling

Steel Design (Activate Learning with these NEW titles from Engineering!)
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter5: Beams
Section: Chapter Questions
Problem 5.13.2P
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Consider the design the simply supported timber floor joists for a domestic dwelling as shown in Using the design data given, check the following limit state requirements (a) bending, (b) shear (c) bearing and (d) lateral torsional stability Design parameters: (i) Timber of strength class C16 (ii) floor width, b, is 3.6 m and floor span, / is 3.4 m. (iii) joists are spaced at 600 mm centres. (iv) flooring is tongue and groove boarding of thickness 21 mm and a self-weight of 0.10 kN/m². Ceiling is of plastered with a self-weight of 0.2 kN/m². (v) (vi) Assume joist self-weight of 0.10 kN/m². (vii) Try 75 mm wide x 275 mm deep joist. (viii) The bearing length is 100 mm. (ix) Variation action for domestic dwelling is 1.50 kN/m². Floor deck tongue and groove boarding Plasterboard 600 mm 600 mm ceiling
Transcribed Image Text:Consider the design the simply supported timber floor joists for a domestic dwelling as shown in Using the design data given, check the following limit state requirements (a) bending, (b) shear (c) bearing and (d) lateral torsional stability Design parameters: (i) Timber of strength class C16 (ii) floor width, b, is 3.6 m and floor span, / is 3.4 m. (iii) joists are spaced at 600 mm centres. (iv) flooring is tongue and groove boarding of thickness 21 mm and a self-weight of 0.10 kN/m². Ceiling is of plastered with a self-weight of 0.2 kN/m². (v) (vi) Assume joist self-weight of 0.10 kN/m². (vii) Try 75 mm wide x 275 mm deep joist. (viii) The bearing length is 100 mm. (ix) Variation action for domestic dwelling is 1.50 kN/m². Floor deck tongue and groove boarding Plasterboard 600 mm 600 mm ceiling
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